Moment of Inertia Calculator
Find the moment of inertia, section modulus and radius of gyration of common beam cross-sections.
- Iy
- Area
- Section modulus Sx
- Section modulus Sy
- Radius of gyration rx
- Radius of gyration ry
- Weight
- Metric Ix
Saved Sections
Items you add are saved in this browser.
| Name | Shape | Ix | Sx | Area | Remove |
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How to Calculate Moment of Inertia
The area moment of inertia (second moment of area) measures how a cross-section's material is spread away from an axis. The farther the material sits from the neutral axis, the stiffer the beam. That is why a 2×10 is far stiffer on edge than flat, and why I-beams put most of their steel in the flanges.
c is the distance from the neutral axis to the outermost fiber. Bending stress is M ÷ S, and deflection depends on E × I.
Worked Example
Tips
Lumber uses actual sizes: a 2×10 is 1.5″ × 9.25″. Rolled steel shapes have fillets and tapered flanges, so use the AISC Steel Construction Manual values for standard W, C and HSS shapes; this page is for plain geometric shapes. The x-axis here is horizontal through the center (bending under vertical loads).